JP2015227129A - Foundation structure for on-water wind power generator, on-water wind power generator, and method for building on-water wind power generator - Google Patents

Foundation structure for on-water wind power generator, on-water wind power generator, and method for building on-water wind power generator Download PDF

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JP2015227129A
JP2015227129A JP2014113951A JP2014113951A JP2015227129A JP 2015227129 A JP2015227129 A JP 2015227129A JP 2014113951 A JP2014113951 A JP 2014113951A JP 2014113951 A JP2014113951 A JP 2014113951A JP 2015227129 A JP2015227129 A JP 2015227129A
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wind power
floating body
power generator
water
leg member
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JP6420971B2 (en
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徹 池▲崎▼
Toru Ikezaki
徹 池▲崎▼
寛 大久保
Hiroshi Okubo
寛 大久保
篤 山下
Atsushi Yamashita
篤 山下
正志 鳥井
Masashi Torii
正志 鳥井
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Nippon Steel Engineering Co Ltd
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Nippon Steel and Sumikin Engineering Co Ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/72Wind turbines with rotation axis in wind direction
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/727Offshore wind turbines
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/728Onshore wind turbines

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Abstract

PROBLEM TO BE SOLVED: To easily install and stably hold a wind power generation part at an offshore installation position at low cost.SOLUTION: A foundation structure 30 for an on-water wind power generator 10 uses a floating part 31 to hold a wind power generation part 20 at an offshore installation position P. The floating part 31 includes: a floating body 33 having a buoyancy body 35 and a plurality of leg members 36, the buoyancy body being disposed in water and supporting the wind power generation part 20, the leg members 36 extending from the buoyancy body 35 toward a water bottom B and being circumferentially arranged around the buoyancy body 35 in a planar view of the floating part 31; and a weight 34 attached to the ends at the water bottom B side of the leg members 36 at the installation position P.

Description

本発明は、水上風力発電装置用の基礎構造、水上風力発電装置および水上風力発電装置の製造方法に関する。   The present invention relates to a foundation structure for a water wind power generator, a water wind power generator, and a method for manufacturing the water wind power generator.

従来から、風力発電部を浮体部によって沖合の設置位置で保持する水上風力発電装置用の基礎構造として、例えば下記特許文献1記載のような構成が知られている。   2. Description of the Related Art Conventionally, for example, a configuration as described in Patent Document 1 below is known as a basic structure for a floating wind power generator that holds a wind power generator at an offshore installation position by a floating body.

特開2009−18671号公報JP 2009-18671 A

しかしながら、前記従来の水上風力発電装置用の基礎構造では、風力発電部を、沖合の設置位置に低コストで容易に設置しつつ安定して保持することについて改善の余地がある。   However, there is room for improvement in the conventional foundation structure for the offshore wind power generation apparatus in which the wind power generation section is stably installed while being easily installed at an offshore installation position at a low cost.

本発明は、前述した事情に鑑みてなされたものであって、風力発電部を、沖合の設置位置に低コストで容易に設置しつつ安定して保持することを目的とする。   This invention is made | formed in view of the situation mentioned above, Comprising: It aims at hold | maintaining a wind power generation part stably, installing in an offshore installation position easily at low cost.

前記課題を解決するために、本発明は以下の手段を提案している。
本発明に係る水上風力発電装置用の基礎構造は、風力発電部を浮体部によって沖合の設置位置で保持する水上風力発電装置用の基礎構造であって、前記浮体部は、水中に配置され前記風力発電部を支持する浮力体、および前記浮力体から水底側に向けて延び、前記浮体部の平面視において前記浮力体回りを周回する周方向に複数配置された脚部材を有する浮体本体と、前記脚部材における水底側の端部に前記設置位置で取り付けられた重錘と、を備えていることを特徴とする。
In order to solve the above problems, the present invention proposes the following means.
A foundation structure for a floating wind power generator according to the present invention is a foundation structure for a floating wind power generator that holds a wind power generator at an offshore installation position by a floating body, and the floating body is disposed in water and is A buoyancy body that supports a wind power generation unit, and a floating body body that has a plurality of leg members that extend from the buoyancy body toward the bottom of the water and that are arranged in a circumferential direction around the buoyancy body in a plan view of the floating body portion; And a weight attached to an end of the leg member on the water bottom side at the installation position.

この場合、浮体本体が受ける浮力により、風力発電部を水中に沈降させることなく設置位置で水上に保持することができる。しかも、重錘の自重により、浮体本体の全体が水上に浮き上がるのを防ぐこと等が可能になり、浮体部により風力発電部を安定に保持することができる。
ここで脚部材が、平面視において周方向に複数配置されているので、例えば、単に浮力体を水底側に向けて延長した場合などに比べて、浮体本体における周方向の安定性を確保しながら、浮体本体全体での体積の増大を抑えることが可能になり、浮体本体に過剰な浮力が作用するのを抑えることができる。浮心が下がらない結果、浮心と重心との間の距離を保つことができ、安定性を確実に確保することができる。
そして、このような脚部材における水底側の端部に重錘が取り付けられているので、例えば、浮体部が重錘を備えていない場合や、重錘が脚部材ではなく浮力体に設けられている場合に比べて、浮体部全体での重心を水底側に下げることができる。これにより、浮体本体の鉛直方向の大きさを抑えつつ、浮体部全体での重心を浮力体から水底側に大きく離間させることができる。したがって、例えば、風力発電部が水平方向に風荷重を受ける等して風力発電部に水平方向の転倒モーメントが生じたとしても、浮体部による復元モーメントを大きく確保することが可能になり、風力発電部の転倒を効果的に防止することができる。
しかも重錘が、脚部材に沖合の設置位置で取り付けられるので、風力発電部を浮体本体により支持しながら設置位置に搬送する搬送工程を実施した後、設置位置で重錘を脚部材に取り付ける取付け工程を実施することができる。したがって、重錘を浮体本体に取り付けていない状態で、風力発電部を沖合の設置位置に搬送することが可能になり、風力発電部を設置位置まで容易に搬送し易くすることができる。
In this case, the wind power generation unit can be held on the water at the installation position without being submerged in water due to the buoyancy that the floating body receives. In addition, the weight of the weight can prevent the entire floating body from floating on the water, and the wind power generation section can be stably held by the floating body.
Here, since a plurality of leg members are arranged in the circumferential direction in a plan view, for example, while securing the stability in the circumferential direction in the floating body as compared with the case where the buoyant body is simply extended toward the bottom of the water, for example. It is possible to suppress an increase in the volume of the entire floating body, and it is possible to suppress excessive buoyancy from acting on the floating body. As a result of the buoyancy not being lowered, the distance between the buoyancy and the center of gravity can be maintained, and stability can be reliably ensured.
And since the weight is attached to the end of the bottom side of such a leg member, for example, when the floating body portion does not include the weight, the weight is provided not on the leg member but on the buoyancy body. Compared with the case where it exists, the gravity center in the whole floating-body part can be lowered | hung to the water bottom side. Thereby, the gravity center of the whole floating body part can be largely separated from the buoyancy body to the water bottom side while suppressing the vertical size of the floating body main body. Therefore, for example, even if the wind power generation unit receives a wind load in the horizontal direction and a horizontal overturning moment occurs in the wind power generation unit, it is possible to ensure a large restoring moment by the floating body unit. The fall of the part can be effectively prevented.
In addition, since the weight is attached to the leg member at the offshore installation position, after carrying out the transport process of transporting to the installation position while supporting the wind power generation unit with the floating body, the weight is attached to the leg member at the installation position A process can be performed. Therefore, it is possible to transport the wind power generation unit to the offshore installation position in a state where the weight is not attached to the floating body, and the wind power generation unit can be easily transported to the installation position.

前記脚部材は、この脚部材に設けられた節部を起点として屈曲させられることで、水平方向に延ばされてもよい。   The leg member may be extended in the horizontal direction by being bent starting from a node provided on the leg member.

この場合、脚部材が、節部を起点として屈曲させられることで、水平方向に延ばされるので、搬送工程の前に脚部材を屈曲させておき、搬送工程の際に浮体本体の鉛直方向の大きさを小さく抑えつつ、搬送工程の後に、節部を起点として脚部材を変形させてこの脚部材を鉛直方向に沿って水底側に延ばすことができる。   In this case, since the leg member is bent in the horizontal direction by being bent starting from the node portion, the leg member is bent before the transport process, and the vertical size of the floating body is set during the transport process. The leg member can be deformed from the node portion as a starting point and can be extended to the bottom of the water along the vertical direction while keeping the length small.

複数の前記脚部材は、各前記脚部材が前記節部を起点として屈曲させられるときに、互いに前記周方向にずらされた状態で屈曲させられてもよい。   The plurality of leg members may be bent while being shifted from each other in the circumferential direction when each of the leg members is bent starting from the node.

この場合、複数の脚部材が、各脚部材が節部を起点として屈曲させられるときに、互いに周方向にずらされた状態で屈曲させられるので、搬送工程の前に脚部材を屈曲させておくことで、搬送工程の際に、複数の脚部材を、互いに周方向にずらされた状態で延ばすことができる。   In this case, the plurality of leg members are bent in a state where they are shifted from each other in the circumferential direction when each leg member is bent with the node as a starting point, so that the leg members are bent before the transporting process. Thus, the plurality of leg members can be extended while being shifted from each other in the circumferential direction during the transport process.

前記節部を起点として屈曲した屈曲状態の前記脚部材において、水平方向に沿って前記浮力体とは反対側に位置する端部には、補助浮体が設けられてもよい。   In the bent leg member bent from the node, an auxiliary floating body may be provided at an end located on the opposite side of the buoyant body along the horizontal direction.

この場合、屈曲状態の脚部材において、水平方向に沿って浮力体とは反対側に位置する端部に、補助浮体が設けられるので、搬送工程の際に、補助浮体が受ける浮力により、風力発電部をより安定に支持することができる。   In this case, in the bent leg member, the auxiliary floating body is provided at the end located on the opposite side of the buoyant body along the horizontal direction. Therefore, wind power generation is performed by the buoyancy received by the auxiliary floating body during the transport process. The part can be supported more stably.

前記節部として、前記脚部材に鉛直方向に互いにずらされて配置された第1節部および第2節部が備えられ、前記第1節部および前記第2節部は、前記脚部材を、水平方向に互いに反対側に屈曲させてもよい。   As the node portion, the leg member is provided with a first node portion and a second node portion arranged to be shifted from each other in the vertical direction, and the first node portion and the second node portion include the leg member, You may bend in the horizontal direction to the mutually opposite side.

この場合、第1節部および第2節部が、脚部材を、水平方向に互いに反対側に屈曲させるので、脚部材を、各節部を起点として屈曲させることで、鉛直方向に重ね合わすことが可能になり、屈曲状態の脚部材の水平方向の大きさを小さく抑えて浮体本体をコンパクトにすることができる。
なお第1節部が、脚部材において浮力体に連結された部分に設けられ、第2節部が、脚部材における鉛直方向の中央部に設けられている場合には、屈曲状態の脚部材の水平方向の大きさを約半分程度に抑えることもできる。
In this case, since the first node and the second node bend the leg members in the opposite directions in the horizontal direction, the leg members are overlapped in the vertical direction by bending each node starting from each node. Therefore, it is possible to make the floating body main body compact by keeping the horizontal size of the bent leg member small.
In the case where the first knuckle is provided at a portion of the leg member connected to the buoyant body, and the second knuckle is provided at the center of the leg member in the vertical direction, the bent leg member The horizontal size can be reduced to about half.

前記重錘は、前記脚部材に、前記浮体本体から独立して振動可能に取り付けられていてもよい。   The weight may be attached to the leg member so as to be able to vibrate independently from the floating body.

この場合、重錘が、脚部材に、浮体本体から独立して振動可能に取り付けられているので、例えば、浮体本体に外力が加えられて浮体本体が水平方向に振動しようとするとき等に、重錘を、浮体本体から独立して振動させることができる。   In this case, since the weight is attached to the leg member so as to be able to vibrate independently from the floating body, for example, when an external force is applied to the floating body and the floating body tries to vibrate in the horizontal direction, The weight can be vibrated independently from the floating body.

前記浮体部は、係留部を介して水底に係留され、前記係留部は、一端部が前記浮体部に固定されて他端部が水底に固定された係留索を備え、前記係留索は、前記周方向に複数配置されるとともに、一端部から他端部に向かうに従い漸次、前記浮体部から水平方向に離間し、前記係留索において一端部と他端部との間に位置する中間部には、中間ウェイトが設けられていてもよい。   The floating body is moored to the bottom of the water via a mooring section, and the mooring section includes a mooring line having one end fixed to the floating body and the other end fixed to the bottom. A plurality of circumferentially arranged parts are gradually separated from the floating body part in the horizontal direction from one end part toward the other end part, and in the middle part located between the one end part and the other end part in the mooring line. An intermediate weight may be provided.

この場合、係留索の中間部に、中間ウェイトが設けられているので、中間ウェイトの自重を係留索に作用させることで、係留索に一定の張力を付与しながら、係留索を、この係留索が水底側に向けて凸となるように撓ませることができる。したがって、例えば波浪や潮流、風などにより、浮体部が鉛直方向や水平方向に移動するときに、係留索が、撓みを小さくしたり大きくしたりするように変形することで、浮体本体から係留索に加えられる反力を徐々に大きくしていくことが可能になり、浮体部から係留索に急激に大きな反力が加えられるのを抑えることができる。   In this case, since an intermediate weight is provided in the middle part of the mooring line, the mooring line is applied to the mooring line while applying a constant weight to the mooring line by applying the weight of the intermediate weight to the mooring line. Can be bent so as to be convex toward the bottom of the water. Therefore, for example, when the floating body moves in the vertical or horizontal direction due to waves, tidal currents, winds, etc., the mooring line is deformed so as to reduce or increase the flexure, so that the mooring line is removed from the floating body. It is possible to gradually increase the reaction force applied to the hull, and to suppress a sudden large reaction force from the floating body portion to the mooring line.

本発明に係る水上風力発電装置は、風力発電部が、前記水上風力発電装置用の基礎構造により保持されてなることを特徴とする。   The surface wind power generator according to the present invention is characterized in that a wind power generation unit is held by the foundation structure for the surface wind power generator.

本発明に係る水上風力発電装置の製造方法は、前記水上風力発電装置を形成する水上風力発電装置の製造方法であって、前記風力発電部を前記浮体本体により支持しながら前記設置位置に搬送する搬送工程と、前記搬送工程の後、前記設置位置で前記重錘を前記脚部材に取り付ける取付け工程と、を有することを特徴とする。   The method for manufacturing a surface wind power generator according to the present invention is a method for manufacturing a surface wind power generator that forms the surface wind power generator, and transports the wind power generation unit to the installation position while being supported by the floating body. And a mounting step of attaching the weight to the leg member at the installation position after the transporting step.

請求項1に係る発明によれば、設置位置での風力発電部の転倒を効果的に防止することができるとともに、風力発電部を設置位置まで容易に搬送し易くすることができるので、風力発電部を、沖合の設置位置に低コストで容易に設置しつつ安定して保持することができる。   According to the first aspect of the present invention, the wind power generation unit can be effectively prevented from overturning at the installation position, and the wind power generation unit can be easily transported to the installation position. The section can be stably held while being easily installed at an offshore installation position at low cost.

請求項2に係る発明によれば、搬送工程の際に、浮体本体の鉛直方向の大きさを小さく抑えることができるので、例えば、浅水領域においても風力発電部を容易に搬送すること等ができる。   According to the second aspect of the present invention, since the size of the floating body in the vertical direction can be kept small during the transport process, for example, the wind power generation unit can be transported easily even in shallow water areas. .

請求項3に係る発明によれば、搬送工程の際に、複数の脚部材を、互いに周方向にずらされた状態で延ばすことができるので、搬送工程の際に、各脚部材が浮力を受けることで、風力発電部を安定に支持しながら搬送することが可能になり、風力発電部を一層容易に搬送することができる。   According to the invention of claim 3, since the plurality of leg members can be extended in a state shifted from each other in the circumferential direction during the transport process, each leg member receives buoyancy during the transport process. Thus, the wind power generation unit can be transported while being stably supported, and the wind power generation unit can be transported more easily.

請求項4に係る発明によれば、搬送工程の際に、風力発電部をより安定に支持することができるので、風力発電部を更に容易に搬送することができる。   According to the invention which concerns on Claim 4, in a conveyance process, since a wind power generation part can be supported more stably, a wind power generation part can be conveyed still more easily.

請求項5に係る発明によれば、浮体本体をコンパクトにすることができるので、例えば、浮体本体を陸上で組み立てる組立て工程を実施するときに、省スペース化を図ることや、浮体本体を陸上から水上に移送する移送工程を実施するときに、浮体本体の移送に要する移送装置の簡素化を図ること等ができる。   According to the invention according to claim 5, since the floating body can be made compact, for example, when carrying out an assembly process for assembling the floating body on land, it is possible to save space or When carrying out the transfer process of transferring to the water, the transfer device required for transferring the floating body can be simplified.

請求項6に係る発明によれば、重錘を、浮体本体から独立して振動させることができるので、例えば、浮体本体と重錘との振動の態様を互いに異ならせること等により、浮体本体の振動を減衰することが可能になり、風力発電部を、一層安定して保持することができる。   According to the invention of claim 6, since the weight can be vibrated independently from the floating body, for example, by making the vibration modes of the floating body and the weight different from each other, The vibration can be attenuated, and the wind power generation unit can be held more stably.

請求項7に係る発明によれば、浮体部から係留索に急激に大きな反力が加えられるのを抑えることができるので、例えば、浮体部から係留索に加えられる反力により係留索が破損すること等を抑えることができる。これにより、例えば、係留索に中間ウェイトが設けられていない場合に比べて、係留部を水平方向にコンパクトにしつつ、風力発電部を、一層安定して保持することができる。   According to the seventh aspect of the present invention, it is possible to suppress a sudden large reaction force from the floating body portion to the mooring line. For example, the mooring line is damaged by the reaction force applied from the floating body portion to the mooring line. This can be suppressed. Thereby, compared with the case where an intermediate weight is not provided in the mooring line, for example, the wind power generation unit can be held more stably while the mooring unit is made compact in the horizontal direction.

請求項8に係る発明によれば、風力発電部が、前記水上風力発電装置用の基礎構造により保持されているので、風力発電部を、沖合の設置位置に低コストで容易に設置しつつ安定して保持することができる。   According to the invention of claim 8, since the wind power generation unit is held by the foundation structure for the offshore wind power generation device, the wind power generation unit can be stably installed at a low cost at a low cost. Can be held.

請求項9に係る発明によれば、搬送工程の後に取付け工程を実施することで、前記水上風力発電装置を形成するので、風力発電部を、沖合の設置位置に低コストで容易に設置しつつ安定して保持することができる。   According to the ninth aspect of the present invention, since the floating wind power generator is formed by carrying out the attachment process after the transport process, the wind power generation unit can be easily installed at an offshore installation position at low cost. It can be held stably.

本発明の第1実施形態に係る水上風力発電装置を示す正面図である。It is a front view which shows the surface wind power generator concerning 1st Embodiment of this invention. 図1に示す水上風力発電装置を形成する水上風力発電装置の製造方法における移送工程を説明する図であって、風力発電部および浮体本体の正面図である。It is a figure explaining the transfer process in the manufacturing method of the floating wind power generator which forms the floating wind power generator shown in FIG. 1, Comprising: It is a front view of a wind power generation part and a floating body main body. 図2に示す浮体本体の上面図である。It is a top view of the floating body main body shown in FIG. 図1に示す水上風力発電装置を形成する水上風力発電装置の製造方法における取付け工程を説明する図であって、風力発電部および浮体部の正面図である。It is a figure explaining the attachment process in the manufacturing method of the surface wind power generator which forms the surface wind power generator shown in FIG. 1, Comprising: It is a front view of a wind power generation part and a floating body part. 図1に示す水上風力発電装置を形成する水上風力発電装置の製造方法における係留工程を説明する図であって、風力発電部、浮体部および係留部の正面図である。It is a figure explaining the mooring process in the manufacturing method of the surface wind power generator which forms the surface wind power generator shown in FIG. 1, Comprising: It is a front view of a wind power generation part, a floating body part, and a mooring part. 図1に示す水上風力発電装置を構成する係留部の要部の拡大図である。It is an enlarged view of the principal part of the mooring part which comprises the surface wind power generator shown in FIG. 図1に示す水上風力発電装置を構成する係留部の係留索の水平変位と係留力の水平成分との関係を示すグラフである。It is a graph which shows the relationship between the horizontal displacement of the mooring line of the mooring part which comprises the surface wind power generator shown in FIG. 1, and the horizontal component of mooring force. 本発明の第2実施形態に係る水上風力発電装置の要部を示す斜視図である。It is a perspective view which shows the principal part of the surface wind power generator concerning 2nd Embodiment of this invention. 図8に示す水上風力発電装置を形成する水上風力発電装置の製造方法における取付け工程を説明する図であって、水上風力発電装置の要部を示す斜視図である。It is a figure explaining the attachment process in the manufacturing method of the surface wind power generator which forms the surface wind power generator shown in FIG. 8, Comprising: It is a perspective view which shows the principal part of a surface wind power generator. 図8に示す水上風力発電装置を構成する脚部材が屈曲された屈曲状態における浮体本体の上面図である。It is a top view of the floating body main body in the bending state in which the leg member which comprises the surface wind power generator shown in FIG. 8 was bent. 図10に示す浮体本体の斜視図である。It is a perspective view of the floating body main body shown in FIG.

(第1実施形態)
以下、図面を参照し、本発明の第1実施形態に係る水上風力発電装置を説明する。
図1に示すように、水上風力発電装置10は、風力発電部20と、水上風力発電装置用の基礎構造30(以下、「基礎構造」という)と、を備えている。水上風力発電装置10は、沖合において予め定められた設置位置Pに設置されている。水上風力発電装置10は、主に海洋に設置されるが、例えば湖などに設置することも可能である。
(First embodiment)
Hereinafter, with reference to drawings, the surface wind power generator concerning a 1st embodiment of the present invention is explained.
As shown in FIG. 1, the surface wind power generator 10 includes a wind power generation unit 20 and a foundation structure 30 (hereinafter referred to as “foundation structure”) for the surface wind power generator. The offshore wind power generation apparatus 10 is installed at a predetermined installation position P offshore. The surface wind power generator 10 is mainly installed in the ocean, but can be installed in a lake, for example.

なお、設置位置Pにおける陸部からの距離などは特に制限されるものではない。また、設置位置Pにおける水深も特に制限されるものではなく、例えば、設置位置Pとしては、水深が1000m未満の沖合、より具体的には水深が30m〜500m程度の沖合などが挙げられる。この水上風力発電装置10は、例えば、波高さが10m程度の水上に設置することも可能である。   The distance from the land portion at the installation position P is not particularly limited. Moreover, the water depth in the installation position P is not specifically limited, For example, as the installation position P, the water depth is less than 1000 m, more specifically, the water depth is about 30 m to 500 m. The surface wind power generator 10 can be installed on water having a wave height of about 10 m, for example.

風力発電部20は、水上で発生した風が吹き付けられ、この風の風力エネルギーを電力エネルギーに変換する。なお図示の例では、風力発電部20の質量は、例えば約1万トン以下程度となっている。   The wind power generation unit 20 is blown with wind generated on the water, and converts wind energy of the wind into electric power energy. In the illustrated example, the mass of the wind power generation unit 20 is, for example, about 10,000 tons or less.

風力発電部20は、タワー21と、ナセル22と、ブレード23と、を備えている。タワー21は、基礎構造30に立設され、鉛直方向に延びている。ナセル22は、タワー21の上端部に設けられていて、図示しない発電機などを収容している。ブレード23は、この風力発電部20の正面視において、ナセル22から放射状に複数延びていて風車を構成している。この風力発電部20に風が吹き付けられると、ブレード23(風車)が、前記正面視においてナセル22回りに旋回することで、風力エネルギーが電力エネルギーに変換される。   The wind power generation unit 20 includes a tower 21, a nacelle 22, and a blade 23. The tower 21 is erected on the foundation structure 30 and extends in the vertical direction. The nacelle 22 is provided in the upper end part of the tower 21, and accommodates the generator etc. which are not shown in figure. The blades 23 extend radially from the nacelle 22 in a front view of the wind power generation unit 20 to constitute a windmill. When wind is blown onto the wind power generation unit 20, the wind energy is converted into electric energy by the blade 23 (windmill) turning around the nacelle 22 in the front view.

基礎構造30は、風力発電部20を沖合の設置位置Pで保持する浮体部31と、浮体部31を水底B(海底、湖底)に係留する係留部32と、を備えている。
浮体部31は、浮体本体33と、重錘34と、を備えている。浮体本体33は、水中に配置され風力発電部20を支持する浮力体35と、浮力体35から水底B側に向けて延びる脚部材36と、を備えている。
The foundation structure 30 includes a floating body portion 31 that holds the wind power generation unit 20 at an offshore installation position P, and a mooring portion 32 that anchors the floating body portion 31 to the water bottom B (sea bottom, lake bottom).
The floating body portion 31 includes a floating body main body 33 and a weight 34. The floating body 33 includes a buoyancy body 35 that is disposed in water and supports the wind power generation unit 20, and a leg member 36 that extends from the buoyancy body 35 toward the bottom B.

浮力体35は、中空筒状、図示の例では中空円筒状のいわゆるスパーである。浮力体35は、タワー21の下端部に接合されている。浮力体35のうち、少なくとも一部は水中に配置されていて、本実施形態では、浮力体35の上端が水面Sと鉛直方向に同等の位置に配置され、浮力体35の全体が水中に配置されている。浮力体35の内部には、外部からの水の侵入が規制されていて、例えば空気などの気体が収容されている。   The buoyancy body 35 is a so-called spar having a hollow cylindrical shape, in the illustrated example, a hollow cylindrical shape. The buoyancy body 35 is joined to the lower end portion of the tower 21. At least a part of the buoyancy body 35 is disposed in the water. In this embodiment, the upper end of the buoyancy body 35 is disposed at a position equivalent to the water surface S in the vertical direction, and the entire buoyancy body 35 is disposed in the water. Has been. Inside the buoyancy body 35, entry of water from the outside is restricted, and for example, a gas such as air is accommodated.

脚部材36は、浮体部31を上側から見た平面視(以下、「平面視」という)において浮力体35回りを周回する周方向(浮力体の周方向、以下、「周方向」という)に複数、図示の例では3つ配置されている。脚部材36は、トラス状に形成されている。脚部材36は、鉛直方向の延びるとともに水平方向に間隔をあけて配置された複数のベース材36aと、複数のベース材36a同士を接続する複数の斜材36bと、を備えている。図示の例では、複数のベース材36aのうちの1つの上端部が、浮力体35の下端部に連結されている。   The leg members 36 are arranged in a circumferential direction (circumferential direction of the buoyant body, hereinafter referred to as “circumferential direction”) that circulates around the buoyant body 35 in a plan view (hereinafter referred to as “planar view”) when the floating body portion 31 is viewed from above. A plurality, three in the illustrated example, are arranged. The leg member 36 is formed in a truss shape. The leg member 36 includes a plurality of base members 36a that extend in the vertical direction and are spaced apart in the horizontal direction, and a plurality of diagonal members 36b that connect the plurality of base members 36a. In the illustrated example, one upper end portion of the plurality of base members 36 a is connected to the lower end portion of the buoyancy body 35.

脚部材36には、節部37aが設けられている。図2に示すように、脚部材36は、節部37aを起点として屈曲させられることで、水平方向に延ばされる。節部37aとしては、脚部材36において浮力体35に連結された部分に設けられた第1節部37aが備えられている。第1節部37aは、脚部材36の上端部に設けられ、脚部材36の全体を、浮力体35の径方向(以下、「径方向」という)に沿った外側に向けて屈曲させる。第1節部37aは、脚部材36の上端部が、浮力体35の下端部に、周方向に延びる回動軸回りに回動可能に取り付けられることで構成されている。   The leg member 36 is provided with a node portion 37a. As shown in FIG. 2, the leg member 36 is extended in the horizontal direction by being bent with the node portion 37a as a starting point. As the node part 37a, the 1st node part 37a provided in the part connected with the buoyancy body 35 in the leg member 36 is provided. The first knot 37a is provided at the upper end of the leg member 36, and bends the entire leg member 36 outwardly along the radial direction of the buoyancy body 35 (hereinafter referred to as "radial direction"). The first knot portion 37a is configured such that the upper end portion of the leg member 36 is attached to the lower end portion of the buoyancy body 35 so as to be rotatable about a rotation axis extending in the circumferential direction.

図3に示すように、複数の脚部材36は、各脚部材36が節部37aを起点として屈曲させられるときに、互いに周方向にずらされた状態で屈曲させられる。本実施形態では、各脚部材36は、節部37aを起点として屈曲した屈曲状態において、径方向に沿って延びていて、周方向に隣り合う脚部材36同士は、周方向に同等の間隔をあけて配置される。複数の脚部材36は、各脚部材36が節部37aを起点として屈曲させられるときに、平面視において放射状をなしている。   As shown in FIG. 3, the plurality of leg members 36 are bent while being shifted from each other in the circumferential direction when each leg member 36 is bent starting from the node portion 37 a. In the present embodiment, each leg member 36 extends along the radial direction in a bent state bent from the node portion 37a, and the leg members 36 adjacent to each other in the circumferential direction have an equal interval in the circumferential direction. It is arranged with a gap. The plurality of leg members 36 have a radial shape in plan view when each leg member 36 is bent starting from the node portion 37a.

図1に示すように、重錘34は、脚部材36における水底B側の端部である下端部に設置位置Pで取り付けられる。重錘34は、複数の脚部材36の各下端部に一体に取り付けられている。重錘34は、脚部材36の下端部に吊り下げ線39を介して揺動可能に吊り下げられていて、浮体本体33から独立して振動可能とされている。なお重錘34は、例えば脚部材36の下端部に、水平方向に延びるピン部材により取り付けられていて、脚部材36に対して、このピン部材の軸線回りに揺動可能とされていてもよい。   As shown in FIG. 1, the weight 34 is attached at the installation position P to the lower end of the leg member 36 that is the end of the bottom B side. The weight 34 is integrally attached to each lower end portion of the plurality of leg members 36. The weight 34 is suspended from a lower end portion of the leg member 36 via a suspension line 39 so as to be swingable, and can be vibrated independently of the floating body 33. The weight 34 may be attached to, for example, a lower end portion of the leg member 36 by a pin member extending in the horizontal direction, and may be swingable about the axis of the pin member with respect to the leg member 36. .

係留部32には、一端部が浮体部31に固定されて他端部が水底Bに固定された係留索40が備えられている。係留索40は、例えばケーブルやチェーン等により形成される。係留索40は、周方向に複数配置されるとともに、一端部から他端部に向かうに従い漸次、浮体部31から水平方向に離間している。   The mooring portion 32 is provided with a mooring line 40 having one end fixed to the floating body 31 and the other end fixed to the water bottom B. The mooring line 40 is formed by, for example, a cable or a chain. A plurality of mooring lines 40 are arranged in the circumferential direction, and gradually move away from the floating body 31 in the horizontal direction from one end to the other end.

係留索40の一端部は、浮力体35に固定されている。係留索40の他端部には、水底Bに沈む重量体41が固定されていて、係留索40の他端部は、重量体41の自重により水底Bに固定されている。なお係留索40の他端部が、重量体41を介して固定されることで、地盤への負荷が抑えられるとともに、低コスト化が図られている。   One end of the mooring line 40 is fixed to the buoyancy body 35. A weight body 41 that sinks into the bottom B is fixed to the other end of the mooring line 40, and the other end of the mooring line 40 is fixed to the bottom B by the weight of the weight body 41. The other end of the mooring line 40 is fixed via the weight body 41, so that the load on the ground is suppressed and the cost is reduced.

係留索40の一端部と他端部との間に位置する中間部には、中間ウェイト42が設けられている。中間ウェイト42は、係留索40において、この係留索40が延びる方向に沿った中央に位置する中央部に設けられている。中間ウェイト42は、この中間ウェイト42の自重を係留索40に作用させることで、係留索40に一定の張力を付与しながら、係留索40を、この係留索40が水底B側に向けて凸となるように撓ませている。係留索40は、中間ウェイト42を起点として、水底B側に向けて凸となるように屈曲している。   An intermediate weight 42 is provided at an intermediate portion located between one end and the other end of the mooring line 40. The intermediate weight 42 is provided at the center of the mooring line 40 that is located at the center along the direction in which the mooring line 40 extends. The intermediate weight 42 causes the mooring cable 40 to protrude toward the bottom B while applying a constant tension to the mooring cable 40 by applying the weight of the intermediate weight 42 to the mooring cable 40. It is bent to become. The mooring line 40 is bent so as to be convex toward the bottom B with the intermediate weight 42 as a starting point.

次に、風力発電部20を基礎構造30によって沖合の設置位置Pに設置し、前記水上風力発電装置10を形成する水上風力発電装置の製造方法(風力発電部の設置方法)について説明する。   Next, a method for manufacturing a floating wind power generation apparatus (installation method of a wind power generation section) in which the wind power generation section 20 is installed at the offshore installation position P by the foundation structure 30 to form the above-described wind power generation apparatus 10 will be described.

まず、図2および図3に示すように、陸上Lで形成された浮体本体33を陸上Lから水上に移送する移送工程を実施する。このとき本実施形態では、浮体部31は湾港で形成され、湾港から水上に、例えばクレーンなどの移送装置を用いて移送される。またこのとき、脚部材36を屈曲状態にしておき、脚部材36において、水平方向に沿って浮力体35とは反対側に位置する端部に、補助浮体43を離脱自在に設けておく。
また、浮体本体33上に風力発電部20を配置する配置工程を実施する。本実施形態では、配置工程を、移送工程の後に実施し、水上に移送された浮体本体33上に、風力発電部20を配置する。
First, as shown in FIGS. 2 and 3, a transfer process of transferring the floating body 33 formed on the land L from the land L to the water is performed. At this time, in this embodiment, the floating body part 31 is formed at the bay port, and is transferred from the bay port to the water using a transfer device such as a crane. At this time, the leg member 36 is kept in a bent state, and the auxiliary floating body 43 is detachably provided at an end portion of the leg member 36 located on the opposite side of the buoyant body 35 along the horizontal direction.
Moreover, the arrangement | positioning process which arrange | positions the wind power generation part 20 on the floating body main body 33 is implemented. In this embodiment, an arrangement | positioning process is implemented after a transfer process and the wind power generation part 20 is arrange | positioned on the floating body 33 transferred on the water.

その後、図4に示すように、風力発電部20を浮体本体33により支持しながら沖合の設置位置Pに搬送する搬送工程を実施する。このとき、図示しない船体により、浮体本体33を曳船することで、風力発電部20を搬送する。
また、重錘34を、浮体本体33とは分離させた状態で沖合の設置位置Pに搬送する重錘搬送工程を実施する。このとき本実施形態では、設置位置Pまで搬送した重錘34を水底Bに沈めておく。
Thereafter, as shown in FIG. 4, a transporting process is performed in which the wind power generation unit 20 is transported to the offshore installation position P while being supported by the floating body 33. At this time, the wind power generator 20 is conveyed by chartering the floating body 33 with a hull (not shown).
Further, a weight transporting process is performed in which the weight 34 is transported to the offshore installation position P in a state separated from the floating body 33. At this time, in this embodiment, the weight 34 conveyed to the installation position P is submerged in the water bottom B.

そして、設置位置Pで重錘34を脚部材36に取り付ける取付け工程を実施する。
このとき本実施形態では、例えば風力発電部20などの水上から引き上げケーブル45を水中に向けて延ばした後、この引き上げケーブル45に吊り下げ線39を結合させ、その後、引き上げケーブル45を引き上げて重錘34を吊り下げ線39とともに水底Bから引き上げる。なお引き上げケーブル45は、浮力体35の内部を通して水中に延ばしてもよい。
また、各脚部材36から補助浮体43を離脱させ、節部37aを起点として各脚部材36を変形させて鉛直方向に沿って水底B側に延ばす。なおこのとき、補助浮体43は、脚部材36に取り付けられたままの状態であってもよい。
そして図5に示すように、水底Bから引き上げられた重錘34を、鉛直方向に沿って水底B側に延ばされた脚部材36の下端部に連結させる。
Then, an attachment process for attaching the weight 34 to the leg member 36 at the installation position P is performed.
At this time, in this embodiment, for example, after the pulling cable 45 is extended from the water such as the wind power generation unit 20 into the water, the hanging wire 39 is coupled to the pulling cable 45, and then the pulling cable 45 is pulled up and overlapped. The weight 34 is lifted from the bottom B together with the suspension line 39. The pulling cable 45 may be extended into the water through the inside of the buoyancy body 35.
Further, the auxiliary floating body 43 is detached from each leg member 36, and each leg member 36 is deformed starting from the node portion 37a and extended toward the bottom B along the vertical direction. At this time, the auxiliary floating body 43 may remain attached to the leg member 36.
Then, as shown in FIG. 5, the weight 34 pulled up from the water bottom B is connected to the lower end portion of the leg member 36 extending toward the water bottom B along the vertical direction.

また、浮体部31を係留部32により水底Bに係留させる係留工程を実施する。
このとき本実施形態では、各係留索40の他端部を水底Bに固定するとともに、各係留索40の一端部に、ブイ44を離脱可能に装着しておき、各係留索40の一端部を水面S上に視認可能に浮遊させておく。そして、各係留索40の一端部を浮体部31に固定することで、浮体部31を水底Bに係留させる。
In addition, a mooring step of mooring the floating body portion 31 to the bottom B by the mooring portion 32 is performed.
At this time, in this embodiment, while fixing the other end part of each mooring line 40 to the bottom B, the buoy 44 is detachably attached to one end part of each mooring line 40, and one end part of each mooring line 40. Is suspended on the water surface S so as to be visible. Then, the floating body 31 is moored to the bottom B by fixing one end of each mooring line 40 to the floating body 31.

以上説明したように、本実施形態に係る水上風力発電装置10および基礎構造30によれば、浮体本体33が受ける浮力により、風力発電部20を水中に沈降させることなく設置位置Pで水上に保持することができる。しかも、重錘34の自重により、浮体本体33の全体が水上に浮き上がるのを防ぐこと等が可能になり、浮体部31により風力発電部を安定に保持することができる。   As described above, according to the floating wind power generator 10 and the foundation structure 30 according to the present embodiment, the wind power generation unit 20 is held on the water at the installation position P without being submerged by the buoyancy received by the floating body 33. can do. In addition, it is possible to prevent the entire floating body 33 from floating on the water due to the dead weight of the weight 34, and the floating body portion 31 can stably hold the wind power generation unit.

ここで脚部材36が、平面視において周方向に複数配置されているので、例えば、単に浮力体35を水底B側に向けて延長した場合などに比べて、浮体本体33における周方向の安定性を確保しながら、浮体本体33全体での体積の増大を抑えることが可能になり、浮体本体33に過剰な浮力が作用するのを抑えることができる。浮心が下がらない結果、浮心と重心との間の距離を保つことができ、安定性を確実に確保することができる。
そして、このような脚部材36における水底B側の端部である下端部に重錘34が取り付けられているので、例えば、浮体部31が重錘34を備えていない場合や、重錘34が脚部材36ではなく浮力体35に設けられている場合に比べて、浮体部31全体での重心を水底B側に下げることができる。これにより、浮体本体33の鉛直方向の大きさを抑えつつ、浮体部31全体での重心を浮力体35から水底B側に大きく離間させることができる。したがって、例えば、風力発電部20が水平方向に風荷重を受ける等して風力発電部20に水平方向の転倒モーメントが生じたとしても、浮体部31による復元モーメントを大きく確保することが可能になり、風力発電部20の転倒を効果的に防止することができる。
Here, since a plurality of leg members 36 are arranged in the circumferential direction in plan view, for example, the stability in the circumferential direction of the floating body 33 compared to a case where the buoyant body 35 is simply extended toward the bottom B, for example. As a result, it is possible to suppress an increase in the volume of the entire floating body 33 and to prevent an excessive buoyancy from acting on the floating body 33. As a result of the buoyancy not being lowered, the distance between the buoyancy and the center of gravity can be maintained, and stability can be reliably ensured.
And since the weight 34 is attached to the lower end part which is the edge part by the side of the water bottom B in such a leg member 36, when the floating body part 31 is not provided with the weight 34, for example, the weight 34 Compared to the case where the buoyancy body 35 is provided instead of the leg member 36, the center of gravity of the entire floating body 31 can be lowered to the bottom B. Thereby, the gravity center of the whole floating body part 31 can be largely separated from the buoyancy body 35 to the water bottom B side while suppressing the size of the floating body 33 in the vertical direction. Therefore, for example, even if the wind power generation unit 20 receives a wind load in the horizontal direction and a horizontal overturning moment occurs in the wind power generation unit 20, it is possible to ensure a large restoring moment by the floating body unit 31. And the fall of the wind power generation part 20 can be prevented effectively.

しかも重錘34が、脚部材36に沖合の設置位置Pで取り付けられるので、風力発電部20を浮体本体33により支持しながら設置位置Pに搬送する搬送工程を実施した後、設置位置Pで重錘34を脚部材36に取り付ける取付け工程を実施することができる。したがって、重錘34を浮体本体33に取り付けていない状態で、風力発電部20を沖合の設置位置Pに搬送することが可能になり、風力発電部20を設置位置Pまで容易に搬送し易くすることができる。   In addition, since the weight 34 is attached to the leg member 36 at the offshore installation position P, after carrying out the transporting process of transporting the wind power generation unit 20 to the installation position P while being supported by the floating body 33, the weight 34 is loaded at the installation position P. An attaching step for attaching the weight 34 to the leg member 36 can be performed. Therefore, it is possible to transport the wind power generation unit 20 to the offshore installation position P in a state where the weight 34 is not attached to the floating body 33, and the wind power generation unit 20 can be easily transported to the installation position P. be able to.

以上のように、設置位置Pでの風力発電部20の転倒を効果的に防止することができるとともに、風力発電部20を設置位置Pまで容易に搬送し易くすることができるので、風力発電部20を、沖合の設置位置Pに低コストで容易に設置しつつ安定して保持することができる。   As described above, the wind power generation unit 20 can be effectively prevented from falling at the installation position P, and the wind power generation unit 20 can be easily transported to the installation position P. 20 can be stably held while being easily installed at an offshore installation position P at low cost.

また図2および図3に示すように、脚部材36が、節部37aを起点として屈曲させられることで、水平方向に延ばされるので、搬送工程の前に脚部材36を屈曲させておき、搬送工程の際に浮体本体33の鉛直方向の大きさを小さく抑えつつ、搬送工程の後に、節部37aを起点として脚部材36を変形させてこの脚部材36を鉛直方向に沿って水底B側に延ばすことができる。このように、搬送工程の際に、浮体本体33の鉛直方向の大きさを小さく抑えることができるので、例えば、浅水領域においても風力発電部20を容易に搬送すること等ができる。   Further, as shown in FIGS. 2 and 3, since the leg member 36 is bent in the horizontal direction with the node portion 37a as a starting point, the leg member 36 is bent before the transporting process and transported. During the process, the vertical size of the floating body 33 is kept small, and after the transport process, the leg member 36 is deformed starting from the node portion 37a, and the leg member 36 is moved to the bottom B side along the vertical direction. Can be extended. Thus, since the size of the floating body 33 in the vertical direction can be kept small during the transporting process, the wind power generation unit 20 can be transported easily even in a shallow water region, for example.

また複数の脚部材36が、各脚部材36が節部37aを起点として屈曲させられるときに、互いに周方向にずらされた状態で屈曲させられるので、搬送工程の前に脚部材36を屈曲させておくことで、搬送工程の際に、複数の脚部材36を、互いに周方向にずらされた状態で延ばすことができる。これにより、搬送工程の際に、各脚部材36が浮力を受けることで、風力発電部20を安定に支持しながら搬送することが可能になり、風力発電部20を一層容易に搬送することができる。   Further, since the plurality of leg members 36 are bent while being shifted from each other in the circumferential direction when each leg member 36 is bent starting from the node portion 37a, the leg members 36 are bent before the transporting process. Thus, the plurality of leg members 36 can be extended while being shifted from each other in the circumferential direction during the transport process. As a result, each leg member 36 receives buoyancy during the transport process, so that the wind power generation unit 20 can be transported while being stably supported, and the wind power generation unit 20 can be transported more easily. it can.

また、屈曲状態の脚部材36において、水平方向に沿って浮力体35とは反対側に位置する端部に、補助浮体43が設けられるので、搬送工程の際に、補助浮体43が受ける浮力により、風力発電部20をより安定に支持することができる。したがって、風力発電部20を更に容易に搬送することができる。   Further, in the leg member 36 in the bent state, the auxiliary floating body 43 is provided at the end located on the opposite side of the buoyant body 35 along the horizontal direction, so that the buoyancy received by the auxiliary floating body 43 during the transporting process is provided. The wind power generation unit 20 can be supported more stably. Therefore, the wind power generation unit 20 can be transported more easily.

また重錘34が、脚部材36に、浮体本体33から独立して振動可能に取り付けられているので、例えば、浮体本体33に外力が加えられて浮体本体33が水平方向に振動しようとするとき等に、重錘34を、浮体本体33から独立して振動させることができる。したがって、例えば、浮体本体33と重錘34との振動の態様を互いに異ならせること等により、浮体本体33の振動を減衰することが可能になり、風力発電部20を、一層安定して保持することができる。   Since the weight 34 is attached to the leg member 36 so as to be able to vibrate independently from the floating body 33, for example, when an external force is applied to the floating body 33 and the floating body 33 attempts to vibrate in the horizontal direction. For example, the weight 34 can be vibrated independently from the floating body 33. Therefore, for example, by making the vibration modes of the floating body 33 and the weight 34 different from each other, the vibration of the floating body 33 can be attenuated, and the wind power generation unit 20 can be held more stably. be able to.

また係留索40の中間部に、中間ウェイト42が設けられているので、中間ウェイト42の自重を係留索40に作用させることで、係留索40に一定の張力を付与しながら、係留索40を、この係留索40が水底B側に向けて凸となるように撓ませることができる。したがって、例えば波浪や潮流、風などにより、浮体本体33が鉛直方向や水平方向に移動するときに、図6に示すように、係留索40が、撓みを小さくしたり大きくしたりするように変形することで、浮体部31から係留索40に加えられる反力を徐々に大きくしていくことが可能になり、浮体部31から係留索40に急激に大きな反力が加えられるのを抑えることができる。したがって、例えば、浮体部31から係留索40に加えられる反力により係留索40が破損すること等を抑えることができる。これにより、例えば、係留索40に中間ウェイト42が設けられていない場合に比べて、係留部32を水平方向にコンパクトにしつつ、風力発電部20を、一層安定して保持することができる。   Moreover, since the intermediate weight 42 is provided in the middle part of the mooring line 40, the mooring line 40 is applied to the mooring line 40 by applying the weight of the intermediate weight 42 to the mooring line 40. The mooring line 40 can be bent so as to be convex toward the bottom B. Therefore, for example, when the floating body 33 moves in the vertical direction or the horizontal direction due to waves, tidal currents, winds, etc., as shown in FIG. 6, the mooring line 40 is deformed so as to reduce or increase the deflection. By doing so, it becomes possible to gradually increase the reaction force applied from the floating body 31 to the mooring line 40, and to suppress a sudden large reaction force from being applied to the mooring line 40 from the floating body 31. it can. Therefore, for example, the mooring line 40 can be prevented from being damaged by the reaction force applied from the floating body 31 to the mooring line 40. Thereby, compared with the case where the intermediate | middle weight 42 is not provided in the mooring line 40, for example, the wind power generation part 20 can be hold | maintained more stably, making the mooring part 32 compact in a horizontal direction.

ここで図7に、係留索40に中間ウェイト42を設けることによる作用効果に関する検証試験の結果についてのグラフを示す。図7に示すグラフの横軸は、係留索40の一端部(係留点)の水平方向の変位量である水平変位を示している。図7に示すグラフの縦軸は、係留索40に作用する反力の大きさとしての係留力の水平成分を示している。このグラフ中で、線分L1は、本実施形態のように中間ウェイト42が設けられた係留索40の結果を示し、線分L2、L3は、中間ウェイト42が設けられていない係留索40の結果を示している。線分L2、L3では、浮体部31を係留部32により、いわゆるTaut係留(トート係留)方式により係留している。線分L2および線分L3のうち、線分L2では、係留索40として鋼製ロープを採用し、線分L3では、係留索40を合成繊維により形成している。
この結果から、係留索40に中間ウェイト42を設けることにより、水平変位に伴って係留力の水平成分をなだらかに上昇させることができることが確認された。
Here, FIG. 7 is a graph showing the result of the verification test regarding the effect of providing the intermediate weight 42 on the mooring line 40. The horizontal axis of the graph shown in FIG. 7 indicates the horizontal displacement, which is the amount of displacement in the horizontal direction at one end (the mooring point) of the mooring line 40. The vertical axis of the graph shown in FIG. 7 indicates the horizontal component of the mooring force as the magnitude of the reaction force acting on the mooring line 40. In this graph, the line segment L1 indicates the result of the mooring line 40 provided with the intermediate weight 42 as in the present embodiment, and the line segments L2 and L3 indicate the mooring line 40 not provided with the intermediate weight 42. Results are shown. In line segments L2 and L3, the floating part 31 is moored by the mooring part 32 by a so-called Taut mooring (tote mooring) method. Of the line segment L2 and the line segment L3, a steel rope is adopted as the mooring line 40 in the line segment L2, and the mooring line 40 is formed of synthetic fibers in the line segment L3.
From this result, it was confirmed that by providing the intermediate weight 42 on the mooring line 40, the horizontal component of the mooring force can be gently increased with the horizontal displacement.

(第2実施形態)
次に、本発明の第2実施形態に係る水上風力発電装置を、図8〜図11を参照して説明する。
なお、この第2実施形態においては、第1実施形態における構成要素と同一の部分については同一の符号を付し、その説明を省略し、異なる点についてのみ説明する。
(Second Embodiment)
Next, a floating wind power generator according to a second embodiment of the present invention will be described with reference to FIGS.
In the second embodiment, the same components as those in the first embodiment are denoted by the same reference numerals, description thereof is omitted, and only different points will be described.

本実施形態の水上風力発電装置50および基礎構造51では、脚部材36が、トラス状に形成されるのに代えて、パイプ状に形成されている。脚部材36は、上下一対のパイプ材52が、鉛直方向に並んだ状態で連結されてなり、互いに同等の形状でかつ同等の大きさに形成されている。各パイプ材52の上端部および下端部の外形は、直方体状に形成され、各パイプ材52において上端部と下端部との間に位置する中間部の外形は、上端部および下端部よりも小径の円柱状に形成されている。各パイプ材52内には、図示しないバラスト水(バラスト材料)が充填されている。   In the floating wind power generator 50 and the foundation structure 51 of the present embodiment, the leg member 36 is formed in a pipe shape instead of being formed in a truss shape. The leg member 36 is formed by connecting a pair of upper and lower pipe members 52 in a state of being arranged in the vertical direction, and is formed in the same shape and the same size. The outer shapes of the upper end portion and the lower end portion of each pipe member 52 are formed in a rectangular parallelepiped shape, and the outer shape of the intermediate portion located between the upper end portion and the lower end portion in each pipe member 52 is smaller in diameter than the upper end portion and the lower end portion. It is formed in a cylindrical shape. Each pipe member 52 is filled with ballast water (ballast material) (not shown).

また複数の脚部材36には、これら複数の脚部材36を、互いに同調して屈曲させる連係部53が設けられている。連係部53は、浮体本体33の軸線上に配置されている。連係部53は、複数の脚部材36の下端部に各別に連結されている。重錘34は、この連係部53を介して脚部材36の下端部に連結されている。   The plurality of leg members 36 are provided with linkage portions 53 that bend the plurality of leg members 36 in synchronization with each other. The linkage part 53 is arranged on the axis of the floating body 33. The linking part 53 is separately connected to the lower ends of the plurality of leg members 36. The weight 34 is connected to the lower end portion of the leg member 36 through the linkage portion 53.

ここで本実施形態では、連係部53は、各脚部材36の下端部に、例えば蝶番などにより形成されたヒンジ部54を介して連結されている。各ヒンジ部54のヒンジ軸は、周方向に延びている。また本実施形態では、連係部53には、水面S側に向けて開口する第1装着部55が設けられている。第1装着部55には、浮力体35から水底B側に向けて突出する第2装着部56が嵌合可能とされている。   Here, in this embodiment, the linkage part 53 is connected to the lower end part of each leg member 36 via a hinge part 54 formed by, for example, a hinge. The hinge shaft of each hinge portion 54 extends in the circumferential direction. Moreover, in this embodiment, the connection part 53 is provided with the 1st mounting part 55 opened toward the water surface S side. The first mounting portion 55 can be fitted with a second mounting portion 56 that protrudes from the buoyancy body 35 toward the bottom B.

そして本実施形態では、図9から図11に示すように、各脚部材36には、節部37a、37bとして、前述の第1節部37aに加え、第2節部37bが備えられている。第1節部37aおよび第2節部37bは、脚部材36に鉛直方向に互いにずらされて配置されている。第2節部37bは、脚部材36における鉛直方向の中央部に設けられていて、上下一対のパイプ材52において、上側のパイプ材52の下端部と下側のパイプ材52の下端部とを連結している。   In this embodiment, as shown in FIGS. 9 to 11, each leg member 36 is provided with a second knot 37b as knots 37a and 37b in addition to the first knot 37a. . The first node 37a and the second node 37b are arranged on the leg member 36 so as to be shifted from each other in the vertical direction. The second knot 37b is provided at the center of the leg member 36 in the vertical direction. In the pair of upper and lower pipe members 52, the lower end of the upper pipe member 52 and the lower end of the lower pipe member 52 are connected. It is connected.

第1節部37aおよび第2節部37bは、脚部材36を、水平方向に互いに反対側に屈曲させる。第1節部37aおよび第2節部37bは、例えば蝶番などにより形成されていて、第1節部37aは、脚部材36全体を、径方向の外側に向けて屈曲させ、第2節部37bは、下側のパイプ材52を、径方向の内側に向けて屈曲させる。なお本実施形態では、複数の脚部材36が節部37a、37bを起点として屈曲させられるときに、連係部53が、ヒンジ部54を屈曲させながら水面S側に向けて上昇し、各脚部材36の中央部が径方向の外側に向けて張り出すように、複数の脚部材36が連係して屈曲される。   The first knot 37a and the second knot 37b bend the leg member 36 in opposite directions in the horizontal direction. The first knot 37a and the second knot 37b are formed by, for example, a hinge, and the first knot 37a bends the entire leg member 36 outward in the radial direction, so that the second knot 37b. Bends the lower pipe member 52 inward in the radial direction. In the present embodiment, when the plurality of leg members 36 are bent starting from the node portions 37a and 37b, the linkage portion 53 rises toward the water surface S side while bending the hinge portion 54, and each leg member A plurality of leg members 36 are linked and bent so that the central portion of 36 projects outward in the radial direction.

ここで図10および図11に示すように、脚部材36は、連係部53の第1装着部55と浮体本体33の第2装着部56とが嵌合して係合し合うまで、第1節部37aおよび第2節部37bそれぞれを起点として屈曲させられる。これらの第1装着部55および第2装着部56は、互いに係合することで、脚部材36の更なる屈曲を規制する。第1装着部55および第2装着部56は、脚部材36の屈曲量を規制する規制部38を構成する。   Here, as shown in FIGS. 10 and 11, the leg member 36 is in a first state until the first mounting portion 55 of the linkage portion 53 and the second mounting portion 56 of the floating body 33 are fitted and engaged with each other. Each of the nodes 37a and the second nodes 37b is bent as a starting point. The first mounting portion 55 and the second mounting portion 56 are engaged with each other to restrict further bending of the leg member 36. The first mounting portion 55 and the second mounting portion 56 constitute a restricting portion 38 that restricts the bending amount of the leg member 36.

本実施形態に係る水上風力発電装置50の製造方法では、前述の移送工程および搬送工程の際には、各パイプ材52内にバラスト水を注入しておかずに、取付け工程の際に、各パイプ材52内にパラスト水としての海水を注入する。なおこのとき図9に示すように、例えば、上下一対のパイプ材52のうち、上側のパイプ材52には、このパイプ材52の下端部側の開口からバラスト水を注入し、下側のパイプ材52には、このパイプ材52の上端部側の開口からバラスト水を注入する等してもよい。   In the method for manufacturing the floating wind power generator 50 according to the present embodiment, the ballast water is not injected into each pipe member 52 during the transfer process and the transfer process described above, and each pipe is used during the attachment process. Seawater as the parast water is injected into the material 52. At this time, as shown in FIG. 9, for example, ballast water is injected into the upper pipe member 52 of the upper and lower pipe members 52 from the opening on the lower end side of the pipe member 52, and the lower pipe member 52 Ballast water may be injected into the material 52 from the opening on the upper end side of the pipe material 52.

以上説明したように、本実施形態に係る水上風力発電装置50および基礎構造51によれば、第1節部37aおよび第2節部37bが、脚部材36を、水平方向に互いに反対側に屈曲させるので、脚部材36を、各節部37a、37bを起点として屈曲させることで、鉛直方向に重ね合わすことが可能になり、屈曲状態の脚部材36の水平方向の大きさを小さく抑えて浮体本体33をコンパクトにすることができる。しかも本実施形態のように、第1節部37aが、脚部材36において浮力体35に連結された部分に設けられ、第2節部37bが、脚部材36における鉛直方向の中央部に設けられている場合には、屈曲状態の脚部材36の水平方向の大きさを約半分程度に抑えることもできる。
このように、浮体本体33をコンパクトにすることができるので、例えば、浮体本体33を陸上Lで組み立てる組立て工程を実施するときに、省スペース化を図ることや、浮体本体33を陸上Lから水上に移送する移送工程を実施するときに、浮体本体33の移送に要する移送装置の簡素化を図ること等ができる。
As described above, according to the floating wind power generator 50 and the foundation structure 51 according to the present embodiment, the first knot portion 37a and the second knot portion 37b bend the leg member 36 to the opposite sides in the horizontal direction. Therefore, the leg member 36 can be overlapped in the vertical direction by bending the joints 37a and 37b as starting points, and the size of the bent leg member 36 in the horizontal direction can be suppressed to be small. The main body 33 can be made compact. Moreover, as in the present embodiment, the first knot 37a is provided at a portion of the leg member 36 that is connected to the buoyant body 35, and the second knot 37b is provided at the center of the leg member 36 in the vertical direction. In this case, the horizontal size of the bent leg member 36 can be reduced to about half.
Thus, since the floating body 33 can be made compact, for example, when performing an assembly process of assembling the floating body 33 on the land L, space saving can be achieved, and the floating body 33 can be moved from the land L to the water. When carrying out the transfer process of transferring to the floating body, it is possible to simplify the transfer device required for transferring the floating body 33.

なお、本発明の技術的範囲は前記実施形態に限定されるものではなく、本発明の趣旨を逸脱しない範囲において種々の変更を加えることが可能である。
例えば、前記補助浮体43はなくてもよい。
The technical scope of the present invention is not limited to the above embodiment, and various modifications can be made without departing from the spirit of the present invention.
For example, the auxiliary floating body 43 may not be provided.

前記実施形態では、係留索40の他端部が、重量体41の自重により水底Bに固定されているが、本発明はこれに限られない。例えば、係留索40の他端部が、水底Bに打ち込まれることで固定されていてもよい。
前記実施形態では、係留索40に中間ウェイト42が設けられているが、中間ウェイト42がない係留索40を採用してもよい。
In the said embodiment, although the other end part of the mooring line 40 is being fixed to the bottom B by the dead weight of the weight body 41, this invention is not limited to this. For example, the other end of the mooring line 40 may be fixed by being driven into the bottom B.
In the above embodiment, the mooring line 40 is provided with the intermediate weight 42, but the mooring line 40 without the intermediate weight 42 may be adopted.

前記実施形態では、重錘34が、脚部材36の下端部に吊り下げられているが、本発明はこれに限られない。例えば、重錘34が、脚部材36の下端部に吊り下げ線39を介さずに固定され、脚部材36に直結されていてもよい。   In the embodiment, the weight 34 is suspended from the lower end of the leg member 36, but the present invention is not limited to this. For example, the weight 34 may be fixed to the lower end of the leg member 36 without the suspension line 39 and directly connected to the leg member 36.

その他、本発明の趣旨に逸脱しない範囲で、前記実施形態における構成要素を周知の構成要素に置き換えることは適宜可能であり、また、前記した変形例を適宜組み合わせてもよい。   In addition, it is possible to appropriately replace the constituent elements in the embodiment with known constituent elements without departing from the spirit of the present invention, and the above-described modified examples may be appropriately combined.

10、50 水上風力発電装置
20 風力発電部
30、51 基礎構造
31 浮体部
32 係留部
33 浮体本体
34 重錘
35 浮力体
36 脚部材
37a、37b 節部
40 係留索
42 中間ウェイト
43 補助浮体
B 水底
P 設置位置
10, 50 Surface wind power generator 20 Wind power generator 30, 51 Foundation structure 31 Floating body 32 Mooring part 33 Floating body 34 Weight 35 Buoyant body 36 Leg members 37a, 37b Node 40 Mooring line 42 Intermediate weight 43 Auxiliary floating body B Water bottom P Installation position

Claims (9)

風力発電部を浮体部によって沖合の設置位置で保持する水上風力発電装置用の基礎構造であって、
前記浮体部は、
水中に配置され前記風力発電部を支持する浮力体、および前記浮力体から水底側に向けて延び、前記浮体部の平面視において前記浮力体回りを周回する周方向に複数配置された脚部材を有する浮体本体と、
前記脚部材における水底側の端部に前記設置位置で取り付けられた重錘と、を備えていることを特徴とする水上風力発電装置用の基礎構造。
It is a foundation structure for a floating wind power generator that holds a wind power generation unit at an offshore installation position by a floating body,
The floating body is
A buoyancy body that is disposed in water and supports the wind power generation unit, and a plurality of leg members that extend from the buoyancy body toward the bottom of the water and that circulate around the buoyancy body in a plan view of the floating body. A floating body having
A foundation structure for a water-based wind power generator, comprising: a weight attached to an end of the leg member on a water bottom side at the installation position.
前記脚部材は、この脚部材に設けられた節部を起点として屈曲させられることで、水平方向に延ばされることを特徴とする請求項1記載の水上風力発電装置用の基礎構造。   The foundation structure for a water-based wind power generator according to claim 1, wherein the leg member is bent in a horizontal direction by being bent starting from a node provided in the leg member. 複数の前記脚部材は、各前記脚部材が前記節部を起点として屈曲させられるときに、互いに前記周方向にずらされた状態で屈曲させられることを特徴とする請求項2記載の水上風力発電装置用の基礎構造。   The water-based wind power generation according to claim 2, wherein the plurality of leg members are bent in a state where they are shifted in the circumferential direction when the leg members are bent with the node as a starting point. Basic structure for equipment. 前記節部を起点として屈曲した屈曲状態の前記脚部材において、水平方向に沿って前記浮力体とは反対側に位置する端部には、補助浮体が設けられることを特徴とする請求項3に記載の水上風力発電装置用の基礎構造。   In the leg member in a bent state bent from the node portion, an auxiliary floating body is provided at an end located on the opposite side of the buoyant body along the horizontal direction. The foundation structure for the described floating wind power generator. 前記節部として、前記脚部材に鉛直方向に互いにずらされて配置された第1節部および第2節部が備えられ、
前記第1節部および前記第2節部は、前記脚部材を、水平方向に互いに反対側に屈曲させることを特徴とする請求項2から4のいずれか1項に記載の水上風力発電装置用の基礎構造。
As the node portion, the leg member is provided with a first node portion and a second node portion arranged to be shifted from each other in the vertical direction,
5. The surface wind power generator according to claim 2, wherein the first knuckle and the second knuckle bend the leg members in opposite directions in the horizontal direction. 6. Foundation structure.
前記重錘は、前記脚部材に、前記浮体本体から独立して振動可能に取り付けられていることを特徴とする請求項1から5のいずれか1項に記載の水上風力発電装置用の基礎構造。   The foundation structure for a floating wind power generator according to any one of claims 1 to 5, wherein the weight is attached to the leg member so as to be able to vibrate independently of the floating body. . 前記浮体部は、係留部を介して水底に係留され、
前記係留部は、一端部が前記浮体部に固定されて他端部が水底に固定された係留索を備え、
前記係留索は、前記周方向に複数配置されるとともに、一端部から他端部に向かうに従い漸次、前記浮体部から水平方向に離間し、
前記係留索において一端部と他端部との間に位置する中間部には、中間ウェイトが設けられていることを特徴とする請求項1から6のいずれか1項に記載の水上風力発電装置用の基礎構造。
The floating body is moored to the bottom of the water via a mooring section;
The mooring part includes a mooring line having one end fixed to the floating body and the other end fixed to the water bottom,
A plurality of the mooring lines are arranged in the circumferential direction, and gradually move away from the floating body part in the horizontal direction from one end part toward the other end part,
The floating wind power generator according to any one of claims 1 to 6, wherein an intermediate weight is provided at an intermediate portion located between the one end portion and the other end portion of the mooring line. Foundation structure.
風力発電部が、請求項1から7のいずれか1項に記載の水上風力発電装置用の基礎構造により保持されてなることを特徴とする水上風力発電装置。   A wind power generator, wherein the wind power generator is held by the foundation structure for a water wind power generator according to any one of claims 1 to 7. 請求項8記載の水上風力発電装置を形成する水上風力発電装置の製造方法であって、
前記風力発電部を前記浮体本体により支持しながら前記設置位置に搬送する搬送工程と、
前記搬送工程の後、前記設置位置で前記重錘を前記脚部材に取り付ける取付け工程と、を有することを特徴とする水上風力発電装置の製造方法。
It is a manufacturing method of the surface wind power generator which forms the surface wind power generator of Claim 8,
A transporting process for transporting the wind power generation unit to the installation position while being supported by the floating body;
And a mounting step of attaching the weight to the leg member at the installation position after the transporting step.
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